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4AC_0 AN 3'nE NOLMY CORP <br /> �4 <br /> BORING NO. MW-8 <br /> LOG OF BORING SHEET I OF t <br /> CUEHT PROJECT PROJECT NO. <br /> EBMUO Stockton Service Center 40429 300 <br /> PROJECT LOGATII7N - COORDINATES ELEVATION (DATUM} TOTAL DEPTH DATE START <br /> Stockton, California N 4947.652 E 6017 905 3.07'(msl) 28 5 FEET 08/07183 <br /> SURFAce coN5150NS LOBBED BY DATE FINISH <br /> Gravel S Martin 00/07/93 <br /> - SAMPLINS CHECKED BYJAPPROVED 8Y <br /> N McClain E Meyer <br /> x LUCD 0 <br /> H! > <br /> COttING = uj M CLASSIFICATION OF MATERIAL REMARKS <br /> oq �sz "S@ Q ac <br /> o $ c H a <br /> V Q U d <br /> a w w <br /> SPT 1 3 5 8 fl 16 GRAVEL Boring advanced with lo" <br /> 1 CLAY, dark brown, stiff,high plasticity. 0 D,8 1/4"I D hallow <br /> moist stem auger. Sampler <br /> 2 driven using 140 Ib <br /> hammer over 30"drop. <br /> 3 <br /> q SILT, yellowish-brown, stiff, non-piastio,'� <br /> 5 molst,W/some sand <br /> SPT 2 5 8 B 12 14 6 CLAY, dark brown stiff, Ngh plasticity, <br /> moist, w/trace gravel <br /> 7 <br /> AM <br /> mr <br /> B <br /> 9 <br /> to R Siity CLAY,oilve-gray,stiff, low -� <br /> SPT 3 3 5 8 1t 16 plasticity,malst <br /> 11 <br /> 12 <br /> 13 SILT.gray, firm,non-plastic,moist, w/ --�- <br /> some santl <br /> 14 <br /> 15 <br /> SPT 4 3 2 4 8 is 18 Sandy SILT, gray, firm,non-plastic,wet Fuel odor <br /> 17 <br /> 1s <br /> 10 <br /> 20 <br /> SPT 5 3 4 5 9 ks 21 Grading stiff <br /> 22 <br /> 23 - Silty SAND,gray,poorly 'graded, fine <br /> 24 grained;medium dense;rounded.wet <br /> 25 <br /> SPT 8 8 10 13 23 1.5 28 CLAY,greenish-gray;very stiff,high <br /> lasticlty,moist <br /> 27 Bottom of baringg at 2e 5' <br /> 2B an 917/93 Monito6rings <br /> well installed 9/7/93 <br /> 28 <br />